Services
Pile Foundation Services
Rottery Piling
Conventional Pilling Rig
Marine Pilling
DMC Pilling
TMR Pilling
Micro Pile Foundation
Micro Piles By DTH
Micro Pile By Cylex
Pile Testing Services
Static Load Test
Dynamic Load Test
Pile Integrity Test
Soil Investigation Work
Rental services provided by us.
- Hydraulic Rig Machine
- Hydraulic Rig Machine Tools Such as Auger, Bucket, Core Cutter, etc. from 500mm Dia to 2500mm Dia.
- Casing pipe in diameters ranging from 500mm to 3500mm.
- Winch Machine: 3YDA, 4YDA, 6YDA.
- All types of winch machine tools, including chisels, sledge pumps, and liner caps, from 500mm to 3500mm diameter.
- Liner Rolling Machine.
- Excavator and Hydra.
- Tremmie pipe.
manufacturing & repairing services
for all
machines :-
- Hydraulic Rig Machine Tools Such as Auger, Bucket, Core Cutter, etc. from 500mm Dia to 2500mm Dia.
- Casing pipe in diameters ranging from 500mm to 3500mm.
- Winch Machine: 3YDA, 4YDA, 6YDA.
- All types of winch machine tools, including chisels, sledge pumps, and liner caps, from 500mm to 3500mm diameter.
- Liner Rolling Machine.
- Tremmie pipe.
Tools:-
- Winch machine
- Chisel
- Pump
- Bottom
- Rig machine
- Auger
- Bucket
- Core cutter
- Casing
- Tremmie pipe
Methodology For Cast In Situ Bored Piles
General
The method statement for bored piling outlined below encompasses the comprehensive construction procedures, encompassing the necessary materials and equipment for the establishment of bored cast-in-situ piles. The specifics of these procedures may undergo periodic review and adjustments based on actual project requirements. The piles to be constructed will possess a nominal specified diameter, and they will be bored through the overlying soils until reaching the bedrock strata for foundation or they will remain within the soil to serve as both shaft friction and end bearing piles.
Setting out
Before commencing boring operations, each individually surveyed pile position will be safeguarded against any disturbance. Two reference points will be installed equidistantly, positioned no less than 2.0 meters away from the pile center location. A pilot hole, ranging from 3 to 6 meters in depth, will be drilled at the designated pile location.Subsequently, the eccentricity and alignment of the pilot hole will undergo verification.